FLOOD10101

• County: Weld
• Basin: South Platte
• Title: Project Notebook for I-25 Corridor Master Drainage Plan South Weld County: Volume 1 of 2
• Date: 12/6/1999
• Prepared For: Weld County Public Works
• Prepared By: Anderson Consulting Engineers, Inc.
• Floodplain - Doc Type: Floodplain Report/Masterplan

0 '07 206 0 4 5.0 5500. 0.0056 1.0 1.0 0.035 4.0
e 20.0 5500. 0.0056 80.0 40.0 0.035 100.0
0 207 107 0 3 1.
0 7 207 0 4 5.0 2450. 0.0053 0.5 0.5 0.035 '0.0
30.0 2450. 0.0053 130.0 30.0 0.035 100.0
0 707 7 0 3 1.
0 108 707 0 4 5.0 3450. 0.0035 1.0 1.0 0.035 8.0
30.0 3450. 0.0035 20.0 20.0 0.035 '00.0
0 308 108 5 2 0.' 1. 0.'
0.0 0.0 5.9 500.0 58.2 1009.0 80.0 2200.0
107.5 6850.0
0 708 308 0 3 1.
0 309 708 6 2 0.1 1. 0.1
0.0 0.0 2.1 442.0 5.4 500.0 31. 9 791.0
40.2 1100.0 68.5 6600.0
0 208 309 0 3 1.
0 109 208 0 4 4.0 3200. 0.0053 1.0 1.0 0.035 3.0
100.0 3200. 0.0053 30.0 40.0 0.035 '00.0
0 709 109 0 3 1.
0 209 709 0 3 1.
0 110 209 0 4 3.0 2650. 0.0079 1.0 1.0 0.035 2.0
100.0 2650. 0.0079 30.0 20.0 0.035 100.0
0 210 110 0 3 1.
0 111 210 0 4 3.0 1200. O.aOB3 1.0 1.0 0.035 2.0
20.0 1200. 0.0083 40.0 30.0 0.035 100.0
0 711 111 0 3 1.
0 211 711 0 3 1.
0 112 211 0 4 3.0 2000. 0.0085 1.0 1.0 0.035 2.0
20.0 2000. 0.0085 80.0 60.0 0.035 100.0
0 712 112 0 3 1.
0 2'2 712 0 3 1.
0 113 212 0 4 20.0 2200. 0.0105 1.0 1.0 0.035 5.0
50.0 2200. 0.0105 50.0 40.0 0.035 100.0
0 213 113 0 3 1.
0 116 213 0 4 4.0 1300. 0.013' 1.0 1.0 0.035 3.0
e 30.0 1300. 0.0131 50.0 20.0 0.035 100.0
0 216 116 0 3 . 1.
0 117 216 0 4 1.0 1900. 0.0158 1.0 1.0 0.035 2.0
50.0 1900. 0.0158 90.0 50.0 0.035 100.0
0 217 117 0 3 1.
0 114 213 0 1 8.0 2800. 0.0004 5.0 5.0 0.035 100.0
0 214 114 0 3 1.
0 115 214 0 1 8.0 1400. 0.0007 5.0 5.0 0.035 100.0
0 215 115 0 3 1.
0 143 703 0 4 4.0 2'00. 0.0029 1.0 1.0 0.035 3.0
10.0 2'00. 0.0029 500.0 300.0 0.035 '00.0
0 243 143 0 3 1.
0 141 206 0 4 3.0 3400. 0.0118 3.0 3.0 0.035 3.0
20.0 3400. 0.0118 100.0 160.0 0.035 100.0
0 341 141 5 2 0.1 1. 0.1
0.0 0.0 4.0 40.0 19.5 80.0 169.5 136.0
177.0 3040.0
0 741 341 0 3 1.
0 142 741 0 , 3.0 1400. 0.0007 3.0 3.0 0.035 100.0
0 242 142 o 3 1.
0 241 741 o 3 1.
0 140 741 o 1 3.0 4600. 0.0067 3.0 3.0 0.035 '00.0
0 240 140 0 3 1.
0 12' 707 0 4 5.0 4400. 0.0068 1.5 1.5 0.035 5.0
20.0 4400. 0.0068 100.0 110.0 0.035 100.0
0 720 '2' 0 3 1.
0 321 720 3 2 0.1 1. 0.1
0.0 0.0 82.0 87.0 162.0 3764.0
0 72' 32' 0 3 1.
0 222 721 o 3 1.
720 220 222 6 3 1.
40.0 20.0 90.0 45.0 130.0 65.0 180.0 90.0
230.0 115.0 280.0 140.0
0 221 721 o 3 1.
. 0 '23 22' 0 4 2.0 4200. 0.0076 1.0 1.0 0.035 3.0
20.0 4200. 0.0076 70.0 40.0 0.035 '00.0